Loading...
HomeMy WebLinkAboutSDP200700024 Plan - Approved 2007-12-17PROJECT INFORMATION SCOPE OF WORK UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING NEW EQUIPMENT AND NEW ANTENNAS ON A PROPOSED TOWER SITE ADDRESS 408 WILD TURKEY LANE CHARLOTTESVILLE, 03' " VA 22903 ci ngular _ LATITUDE: 38' 8' 03' 14. 13" N LONGITUDE. 78' 39' 53. 07" W j- GROUND ELEVATION: 673. 9' t( AMSL WIRELESS JURISDICTION. ALBEMARLE COUNTY ZONING: RA, RURAL AREAS g[ a.'t$ TAX MAP: 57 v' o PROPOSED USE: TELECOMMUNICATIONS FACILITY ' _ Z NAME OF APPLICANT: CINGULAR WIRELESS ENGINEER: CLOUGH HARBOUR III SITE NUMBER: VA & ASSOCIATES, LLP CV339B 10800 MIDLOTHIAN TURNPIKE, SUITE 303 ©, ARICHMOND, VA 23235 SITE NAM WILD TURKEY UTILITY INFORMATION POWER: DOMINION VIRGINIA POWER 888 667 -300D TELCO: VERIZON 800 822 -2646 DRAWING INDEX REV VA- CV339B - 01 TITLE SHEET A VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS VA- CV339B - 01A OVERALL TOPOGRAPHIC SURVEY A VA- CV339B - 01 B DETAIL SURVEY AND TREE LOCATION A DIRECTIONS: FROM COX ROAD TAKE 64 W. TOWARDS CHARLOTTESVILLE, TAKE EXIT 114, IVY RT SUBCONTRACTOR' S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL VA- CV339B - 02 SITE PLAN A 637, TURN RIGHT AT END OF EXIT. TURN RIGHT AT DICK WOODS ROAD, TURN LEFT ONTO US -250. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. VA - CV339B - 03 SITE LAYOUT PLAN A TURN LEFT ONTO WILD TURKEY LANE. TURN IN FIRST DRIVEWAY ON THE LEFT. SITE IS ON THE LEFT THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF VA- CV339B - 03A TOWER ELEVATION & DETAILS A BEHIND HOUSE. CONTRACT AWARD SHALL GOVERN THE DESIGN. VA- CV339B - 04 SLAB DETAILS A VA- CV339B - 05 CONSTRUCTION NOTES A C VA- CV339B - 06 CONSTRUCTION DETAILS A BUILDING CODE: VA- CV339B - 06A TREE PROTECTION, SEDIMENT & EROSION CONTROL NOTES A VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC), INTERNATIONAL BUILDING CODE (IBC 2DO3) VA- CV339B - 06B TREE PROTECTION, SEDIMENT & EROSION CONTROL PLAN A VA- CV339B - 07 TREE PROTECTION FENCING & ARMORING A ELECTRICAL CODE: VA- CV339B - 08 ELECTRICAL NOTES & DETAILS A NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 1999, NATIONAL ELECTRICAL CODE, VA- CV339B - 09 SINGLE LINE DIAGRAM & DETAILS A REFERENCED IN 2000 ICC ELECTRICAL CODE VA- CV339B - 10 GROUNDING DETAILS A VA- CV339B - 11 GROUNDING DETAILS A SUBCONTRACTOR' S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING VA- CV339B - 12 GROUNDING NOTES & PLAN p A STANDARDS. VA - CV339B - 13 BILL OF MATERIALS AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL VA- CV339B - 14 COAX COLOR CODING A CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION NO TESv FAIR HILL L TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F. STRUCTURAL STANDARDS FOR STEEL 1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER 24782 - 000 -A3 -EF -00001 ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: TELECOMMUNICATIONS 1- ANTENNA PER SECTOR CONFIGURATION DETAIL 102)CONCRETE AND REINFORCING STEEL NOTES DETAIL 102) INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH SOIL COMPACTION NOTES FOR SLAB ON GRADE DETAIL 102A) RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEMtAPPLICABLEBUILDINGCODESANDSTANDARDSDETAIL103) j25e 1p1 PROJECT IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC DIRECT BURIED CONDUIT DETAIL 105A) T SITE EQUIPMENT RABBREVIATIONS & SYMBOLS DETAIL 112 y S GROUND ROD DETAL 1143 O4 Ft IEEE C62. 41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER RF NOTES DETAIL 116 FA !ti CIRCUITS (FOR LOCATION CATEGORY ° C3" AND "HIGH SYSTEM EXPOSURE')INSTALLATION OF GROUND WIRE TO COAX GROUND BAR DETAIL 118 q O, p RGB) REFERENCE GROUND BAR DETAIL 119 y r CONNECTION OF CABLE GROUND KIT TO ANTENNA DETAIL 121 A l TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS CONNECTION OF GROUND WIRE TO GROUND BAR DETAIL 122 O ANTENNA CABLE GROUNDING- MONOPOLE DETAIL 723 O 2s TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS ICE BRIDGE AT OUTDOOR EQUIPMENT CABINETS _ DETAIL 129 ICE BRIDGE TO CABINET DIRECTLY DETAIL 129A) vo P FF ANSI T1. 311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION METER & DISCONNECT SWITCH MOUNTING DETAIL 136) 24 - x10' ICE BRIDGE W/ BURIAL POST DETAIL 155A) o 2 FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, EQUIPMENT GROUNDING SLAB ON GRADE DETAIL 414 P METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SITE WORK GENERAL NOTES DETAIL 619 SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFICSTRUCTURALSTEELNOTESDETAIL620REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. GROUNDING NOTES DETAIL 621 ELECTRICAL INSTALLATION NOTES - _ DETAIL 622 GENERAL NOTES DETAIL 623 ANTENNA CABLE GROUND & SURGE ARRESTORS AT OUTDOOR EQUIPMENT CABINETS DETAIL 525 CABLE MARKING LOCATIONS DIAGRAM DETAIL 6361 ETAI LSITEGROUNDINGPLANDETAIL640A) 3 AC PANELBOARD AND UTILITY RACK LIGHTING DETAIL 641) _ TELEPHONE DEMARCATION ENCLOSURE . .. DETAIL 542 x ERICSSON POWER & TELEPHONE SINGLE LINE DIAGRAM- NEW BUILD DETAIL 643 GROUND ROD WITH ACCESS AREA DETAIL 644VA) CINGULAR CONSTRUCTION: ®® ©©®0- 0 CINGULAR RF: _____________ 804) 290 -5038 It $p t LOO (804) 290 -5034 CINGULAR CDMPLIANO. --_- -_ - - -_ OF 1v 12 BECHTEL CONSTRUCTION: _____ ____ ____ __ SCALE. 1" =1200' 804) 290 -5042 TA L ®412> 327 -0957 9 -0 "7 ® 4, CINGULAR WIRELESS SITE NAME: WILD TURKEY Xc ingularCSITENO. CV 339 B WIRELESS b dII, _C TLI° i• ^!i ;EP, "'i PLA A. 10 /1c /C, CR :L iCLOUGHHARBOURSASSOCIATESLLP ' - _ `.SJ': ; G vC' h „PR K.3 'lid, Ic. N : ! (•) © - luaaum, min «,:,.++we. rnev«, cere, et 42X1 '_OX ROAD, SITE 300 n. On r kL aslur.0 r, Cr, 1' 6 S, talc -firAVn VA 212]V7W _ :F' P'' C. AW'hr, 'EV w,., rsc; 1 e37.ssw . eo, JLtld rLL`., `'A 23 _ E, CH PRVEC7 } 143'07- 1037 -1601 CA LE AS SHOWN '):SIGNED BY, XPR C ;AWN 31' KFR "'i[' - 4 I ',1 CV33` 3LB i A 10 NAL h' fr TOPOGRAPHIC DATA — I SCALE: 1" =100' I \ BEARING DATUM SHOWN ON PROPOSED LEASE AREA BASED ON A SP OBSERVATION ON 11/22/06. HORIZONTAL DATUM: NAD 63 VERTICAL DATUM: NAVD 86 DEED REFERENCE: O.B. BOB PG. 487 PROPERTY LINES SHOWN HEREON ARE COMPILED AND DO O1 REPRESENTTA COMPLETE BOUNDARY SURVEY.I PROPERTY IS SUBJECT TO ALL EASEMENTS 4 RESMICT)DNS AND N / / - + 1 1 I I I ` - ' - - • \ 1 1 1 + ` OF RECORD. THIS SURVEY WAS PREPARED 1WTHOUT THE BENEFIT OF A TITLE BINDER. OA ' OOS _ -- 1 I O \ , / l \ I , N/ F 035 SS ' /' R09EP. T L CROSS T. M. 57 - 41K 1 \ 1 . _ _ _ 1 1 . _ _ _ _ _ , 1 \ U.B. 806 PG. 487 I' - -, 1 \ \ ` L —OLSp9S 1I I pLO' •\ \\ \ 1 \ ` 1 1 \ \ `\ . 1 / 095 / I 1 1 V 1 I I \I `NOTE: (RESERVED WAY) r \ AS RESERVED TOR DEDICA UPON AS ION I 1 \ \ l DEMAND OF THE COUNTY. AS S40KN 1 _.. .Op 9 I 1 \ \ ON A PLAT R, AUBREY N OF ASSOC. LTD. SHOWV4ING A DIMSION OE PARCEE L 41 DATED: MAY 10. 1989 02 9 I + \ \ 1 + \ 11 + 1 1 / , / — OF9 . \ / / I \ - - - I - - 1 CYNTHIA R. TREMBLAY ! I T.M. 57 -41 _ ROBERT L. CROSS / EXIST. D.B. 1055 PG 234 T.M. 57 -41L CPS POINT 1 I \ \O D. B. 806 PG. 48'I \ \ 1 9 \ \ \ 1 \ I \ 1 POWER POLE IE 5. MULLANEY _ - - -I I ' ` - - - I I I ' I 1 I 1 / ' (•) -- - - --_\ PATRICK K.1 yr BONN - _ _ - _ _ - - - v l 1 I I I , ! CPS CON70L PRI665. 043 NT J - SATTE117E q5N T. M. 57 -41C _ OIIN- 3907389.756 / t -D.B. 1611 PG. 17735E- 114 'i \ N 83 EXSTDWETIING { 1 7PR POSED _ _ _ - - _ _ \ 4. - \ I l , ' )LAR l TOWER U. S. ROUTE 250 - - - -- - - - - -- 0r9 — =- ------- - - - - -- VARIABLE WIDTH RIGHT OF WAY '\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 059 _____ _ 1 - - - - - - - -\ THE LOCATION OF ROUTE 25015 ) I \ _ - - - - - - -- 1 - - - - - -- / - -- APPROXIMATE TAKEN FROM GIS I I _ DATA AND IS NOT BASED ON AN _ ACTUAL SURVEY _ \ CLOUGH HARBOUR & ASSOCIATES CLP 10800Mtal,tNan TsmC4e TIh Vfrae \tar SuJdc Main I, 189T - , m s s wAwuy3. na I, CPA PROJECT 1: 14307 - 1037 -1601 T IMMONS GROUP .•'' SITE NAME: WILD TURKEY SITE NO. CV 339 408 WILD TUP, KEY LANE CHARLOTTES VA 22903 c a n g u l a r WIRELESS LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 T ° Af C 7 - 10 - 07 0 U R. s HAMSANSON ND.2817 C, O Q• 1 dg CINGULAR WIRELESS Site Oe_ IoOment Re sid e ntial I In fr a rt ro ctuee Technology row Aso.. -,une wnamn nas _- - VIRGINIA _j NORTH CAROLINA I WESTVIRGINIA PREPARED THE CORPORATE OFFICE OVERALL TOPOGRAPHIC SURVEY A 0 -19 -07 ISSUED FOR REVIEW AN AH AN' AT 1001 Boulders Parkway, Ste. 1I Richmond, VA 23225 TEL 804. 200.6500 FAX 804. 560.0648 www. Ummons.com N0.DATE REVISIONS BY CHK P'DRAWING NUM REv E: AS SHOWN DESIGNED BY: KLS DRAWN BY: KLS & C8 g__ OT /:SHEET 1 OF z A b I I + .lk J 1 2 1 1 sue` IX21 SURVEY (OVERALL) DETAIL 1 " =50' I I \ \ \ N/ F ROBERT L. CROSS T I TM, 57 -41K L % D B. 806 PG. 487 I I I / \ CYNTHIA R -41 SLAY / \ T M. 57 -41 D.B. 1055 PG 234 / 1 / \ 1 I GP5 \ / I /NOTE (RESERVED RIGHT -CF -WAY) AS RESERVED FOR DEDICATION UPON CEMAND OF THE COUNTY AS SHOWN i -ON A PLAT BY B AUBREY HUFFMAN & A5SOC LTD N/F / / SHOWNC A DIVING- OF PARCE:. Al ROBERT L. CROSS / DAT"_U M0..' 10, 1989 I T.M. 57- ' D.B. 806 PG. G. 4487 1 EX E" C/ L ACCESS ESMT FOP AN EXIST TOWER S,TE { ) 9. SHOWN ON A P_AT BY N R -/ JW HARRIS L.S DA iEO FEE 12. 2001 \ , , PATRICK K. a BONN E 5. MULUNEY T.M. 57 PG.D.B. T 1anPc. m D11T E%15T GRAVEL C SC CWTOL P004T \ L) PO PqF ACCESS RD E - 11435665043 CCC .( ) i ' 1 EU:V=66CO1 // IATE -TE \ O m 63 D ;IXISTNEEXIST. E %1ST 4iEU GATE FENCE - \WELLING) / EXIST C/ L 'F EXIST. ` EXIST. I 'ACCESS ESMT FENCE P0.OPOSEO CINPRPO TOWER ' Z GROVND ELEV. AT 6ALSE 9' WOODS LINEI - - x X157. NTELOS CELL TOW" LEASE AREA 01' 1 - EXIST. 1 i TOP OF TOWER AGL =77 5' GATE '/ TOP OF ANT AGL -787 SEE DETAIL) MON U. S. ROUTE 250 VARIABLE WIDTH RIGHT OF WAY o w 1 lX SCALE ,N FEET EXISTING NTELOS LEASE AREA DETAIL 1 " =10' PUL FNO PER pU,T Br yW HAPfnS G CDRENDppOB _ _ _. p. COR f ( / I EXIST CELL TOWER ni EkISTJ I TOP OF TOWER AGL i METER BASE I$ TDP OF ANT AGL-787 EnTST LEASE AREA INC FND _ X -- ' X X X / / COR. G- --'.18.71 X _ X X X _- x - C io -0 SCALE IN FEET TREE LOCATION & PROPOSED AT &T CINGULAR LEASE AREA DETAIL 1 " =20' i \REFERENCE TREE ( "K ') T'6D' WHITE OAK 5' \ Ek1S. GROUND ELEVATION OF TREE - 6780' • R'0 A 1 SA41TE TREE TOP ELEVATION - 774.3' APPROXIMATE DRIP P ` LINE TREE "K" CS \ EVIL EXIST. DMEIIINC _ Co P0.0POSED • X' O C„' 2 •' , / / //' CINGULAR 70WER GROUNO ELEV. AT BASE= 673 9' POLE TOP ELEVATION• 783 1' I C-- PROP050 25;, 30' LEASE AREA EXIST - _ EXIST. CELL TOWER - - -- 7 _ \ ( WOODEN POLE) wows LM1E TOP OF TONER AGL :77.5' / / TOP OF ANT AGL -78.7 L / SM.41 4RIlBS \ EXIST. V ' LEASE AREA , U. S, ROUTE 250 E' VARIABLE WIDTH RIGHT OF WAY 0 20 40 TREE LEGEND ` SCALE IN FCEi NOTE. AGL DENOTES (ABOVE GROUND LEVEL) LOCATION SIZE ORD ELEV.OP ELEV.HEIGHT DESCRIPTION LOCATION SIZE RD ELEV TOP ELEV HEIGHT DESCRIPTION A'14'675. 9' 135. 3' 59. 4' AGL DECIDUOUS IA'4'677. 6' 700. 6'23.0' A CHERRY B'18'676. 3' 744. 0'67.7' A DECIDUOUS N.6'617. 5'6985'210' A CHERRY C'10'676. 0' 748. 0' 72. 0' AOL DECIDUOUS D'4'6771 690 7 13. 5' AGL CEDAR D'12 675. 9' 742. 4'fib 5' AGE DECIDUOUS P'8'677. 7'714 7'37. 0' AGL DECIDUOUS E'16'67441'752, 5'784' A DECIDUOUS 0 8'676. 2' 694. 2' 18. 0' AGL OAK F'10'7315 79246'61. 1' AGL DECIDUOUS R'8'676. 0'71340'37.0' AGL OAK C'16'1 6761 7125'135 6' AGLI DECIDUOUS S'1 6'676. 0' 700. 0'124 0' ACL OAK H'6'677. H 737. 2' 59. 4' A DECIDUOUS T"12'676. 0' 711. 0'350' A OAX I'40'680. 8'76H B'88. 0' A DECIDUOUS U'12'674. 7'6881'13. 5' AGL CEDAR J'8 708. 40'7306'22. 2' A DECIDUOUS V 14'671. 6' 726, 6' 55. 0' A WALNUT 60'676. 0' 174. 3' 96. 3' A YAiITE OAK 1 8'611. 0' 725. 0'54. 0' A WALNUT L'6'678. 1' 703.1' 25.0' A CHERRY X.18'669. 9'714. 9'450' AG. L TULIP POPLAR GENERAL NOTES: BEARING DATUM SHOWN ON PROPOSED LEASE AREA BASED ON A GPS OBSERVATION ON 11/ 22/06. HORIZONTAL DATUM NAD 83 VERTICAL DATUM NAVD 88 DEED REFERENCE: D. B. 806 PG. 487 PROPERTY LINES SHOWN HEREON ARE COMPILED AND DO NOT REPRESENT A COMPLETE BOUNDARY SURVEY. PROPERTY IS SUBJECT TO ALL EASEMENTS & RESTRICTIONS OF RECORD THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE BINDER. CLOUGH HARBOUR& ASSOCIATES LLP t08J0 Mglclluan Tump}<, Tn,x nlcr B, I,mRF Sun, 303, R -[, VA 2323SA700 MPIn IB04)897 -3%4 • - nxynnam -1,-1 CHA PMECr /: 14307- 1037 -1601 TIMMONS GROUPTec SITE NAME: WILD TURKEY SITE NO. CV 339 X08 VILC '.,RK )' LAP, E CHARLC -ESVII V. O. 22907 Xc ing u l a r WIRELESS LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 p} TH Gj 27 -to -o7 v ALTSON It a HANSOM No.2617 9. y ° D S[JR CINGULARWIRELESS Site Develo7ment ReSIAen Het .__ In} rnrtructut 1 DETAIL SURVEY AND TREE LOCATIONVIRGINIA ; NORTH CAROLINA WEST VIRGINIA PREPARED AT THE CCRPCRATE OFFICE 1001 Boulders Parkway, Ste. iI Richmond, VA 23225 TEL 804.200.6500 FAX 804.560.0646 www. tlmmons.Com A 0 -19 -07 ISSUED FOR REVIEW AH AH AH NO.DATE REVISIONS BY CHK P'DRAWING NUMBER REV GALE' AS SHOWN DESIGNED BY: KLS DRAWN --- er CSM B - 18 SHEET 2 of 2 A 0 1 3 1 `r T J 0 roll c i s N /F i PATRICK K. or BONNIE S. MULLANEY T. M. 57 -41C N/ F n R iR11 PG 177 ROBERT L. CROSS T. M. 57 -41L D. B. 806 PG. 487 NOTE (RESERVED RIGHT -OF - WAY) AS RESERVED FOP DEDICATION U'a0N DEMAND OF THE COUNTY. AS SHOWN ON A PLAT BY B / \ 4UBREY HUF =MAN & ASSOC. LTD. SHOWING A DIVISION OF PARCEL 41 DATED MAY' 10, 1489 —/ FULL SCALE 1 " =20' -O _ \ 20 0 20 40 HALF SCALE 1 "= 40' -0" SITE PLAN LEGEND P. TREE POWER LINE TELEPHONE LINE TOPOGRAPHIC LINES PROPERTY LINES TOWER BASE: LATITUDE: 38' -03'- 14. 13" N LONGITUDE: 78'- 39'- 53. 07" W PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 673 92' f AMSL PER NATIONAL GEODETIC VERTICAL DATUM OF 1988) GENERAL NOTES: 1. BASEMAP INFORMATION BASED UPON A SITE VISIT CONDUCTED BY CLOUGH HARBOUR & ASSOCIATES ON 10/ 17/ 06 AND A SURVEY BY TIMMONS GROUP DATED 01/ 29/ 07. 2. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 5. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 6. LIGHTING TO BE USED FOR TEMPORARY MAINTENANCE ONLY. 7. SUBCONTRACTOR TO VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RE ENGINEERING PRIOR TO INSTALLATION. SEE ANTENNA CONFIGURATION SHEETS FOR SITE SPECIFIC DETAILS 8. SUBCONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INSPECTIONS REQUIRED FOR CONSTRUCTION. B OAGwR.. cs 1 HII FAQ yPQ F C' i MC °E !NFDPMATICN CGN PCT TF- TA CO4' PORATI- 4 C,", M! / ISS ON D:`:I P "I, AN' Rt.'_ FCAC SAFEi CLOUGH HARBOUR 6 ASSOCIATES LLP tJ?M. 1.4NUn,an Tv ?M1<Yvmtnes;e 6v Sw: P nJ. , .R,I —VA 71733 i,HA Fi+0.ki' m63M SITE NAME: WILD TURKEY SITE NO. CV 339 B rr' 4, c.." _V0 - XcingularWIRELESS rI,_ Hr_ P <<, 1Q' 0 (_: J 1 ^ _. , 5i. i; I E .. {0 F._._ , ._3 %i i EXISTitJG CCP, IFCU EXISTING FENCE CINGULAR WIRELESS 5 ve PLAT, y /,;;Sf;_O 'C: F.' ii : %, ING FENCE 7777 C /R- -'r21 VA - G' J339B - G2 IN TREMBLAYe, •xuT',: i,w000 CYNTHIA R. i T. M. 57 -41 D. B. 1055 PG. 234 EX' ST1NC.1 -GATE t i E >;iST A: CESL ESV' FOP as - =xl;2 TONEF S'TE SHOWN (1N A P, AT PY J lS HP,RRIS L S DATED FEE 12, 200 i N /F i PATRICK K. or BONNIE S. MULLANEY T. M. 57 -41C N/ F n R iR11 PG 177 ROBERT L. CROSS T. M. 57 -41L D. B. 806 PG. 487 NOTE (RESERVED RIGHT -OF - WAY) AS RESERVED FOP DEDICATION U'a0N DEMAND OF THE COUNTY. AS SHOWN ON A PLAT BY B / \ 4UBREY HUF =MAN & ASSOC. LTD. SHOWING A DIVISION OF PARCEL 41 DATED MAY' 10, 1489 —/ FULL SCALE 1 " =20' -O _ \ 20 0 20 40 HALF SCALE 1 "= 40' -0" SITE PLAN LEGEND P. TREE POWER LINE TELEPHONE LINE TOPOGRAPHIC LINES PROPERTY LINES TOWER BASE: LATITUDE: 38' -03'- 14. 13" N LONGITUDE: 78'- 39'- 53. 07" W PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 673 92' f AMSL PER NATIONAL GEODETIC VERTICAL DATUM OF 1988) GENERAL NOTES: 1. BASEMAP INFORMATION BASED UPON A SITE VISIT CONDUCTED BY CLOUGH HARBOUR & ASSOCIATES ON 10/ 17/ 06 AND A SURVEY BY TIMMONS GROUP DATED 01/ 29/ 07. 2. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 5. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 6. LIGHTING TO BE USED FOR TEMPORARY MAINTENANCE ONLY. 7. SUBCONTRACTOR TO VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RE ENGINEERING PRIOR TO INSTALLATION. SEE ANTENNA CONFIGURATION SHEETS FOR SITE SPECIFIC DETAILS 8. SUBCONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INSPECTIONS REQUIRED FOR CONSTRUCTION. B OAGwR.. cs 1 HII FAQ yPQ F C' i MC °E !NFDPMATICN CGN PCT TF- TA CO4' PORATI- 4 C,", M! /ISS ON D:`:I P "I, AN' Rt.'_ FCAC SAFEi CLOUGH HARBOUR 6 ASSOCIATES LLP tJ?M. 1.4NUn,an Tv ?M1<Yvmtnes;e 6v Sw: P nJ. , .R,I —VA 71733 i,HA Fi+0.ki' m63M SITE NAME: WILD TURKEY SITE NO. CV 339 B rr' 4, c.." _V0 - Xcingular WIRELESS r I,_ Hr_ P <<, 1 Q' 0 (_:J 1 ^ _. , 5i. i; I E .. {0 F._._ , ._3 %i 1c. I` 6. 02 162 S ® CINGULAR WIRELESS PLAT, y /,;;Sf;_O 'C: F.' ii : %,nnn ^F, 7777 C /R- -'r21 VA - G' J339B - G2 n P, L :.5 Sh0'AN' D: 3° h' R.RS, G r: F'i .,, RF CFAV, \ PROPOSED 750 SO FT LEASE AREA PROPOSED TEMPORARY TREE PR07FC77ON FENCING (TYR) - PROPOSED 5- J" x4- 4' CCWCRf7F PAD ---- PROPOSED UNDERGROUNDEXISTING TELECOMMUNICATIONS SITE POWER FOU77NG f EXISTING 77' WOODEN POLE o EXISTING GATE EXISTING WOODS LINE TO REMAIN EXISTING FENCE H EXISTING c* 7FRPROPOSEDMIC: CHAINLINK BACKBOARD FENCE EXISTING DWELLING K • 38' - 2 "± REFERENCE TREE X" 96. 3' AGL. 155 A PROPOSED ICE BRIDGE SZE GROUND ELEVA 77ON 0 678. 0 AMSL. TOP OF TREE EL 77ON & 774. L F X06 I HEIGHT N LOCATION PROPOSED MONI 2. 4' K' ORD ELEV TOP ELEV APPROXIMATE DRIPBELOWREFERENCE7REE A'14'675,9' MAXIMUM rOOER HEIG 98 159. 4' AGL DECIDUOUS LINE TREE "K" AGL (771. 92-t- AMSL) 677.6' 701 23. 0' AGE 0 El 18 6761 X.ZEXISTING GRASS DECIDUOUS N* PROPOSED 20' WIDE SURFACE TO REMAIN 698. 5' TREE LEGEND ACCESS fASE ' 1 1 W PARKING A T GATED R' ENTRANCE TO PASTURE EXISTING i /-EXISTINGFULLSCALE10' E,- -----' WOOD FENC GRAVEL ACCESS ROAD 10 0 10 20 FT EXISTING GATE F HALF SCALE 1"= 20' C+ t CLOUGH HARBOUR & ASSOCIATES LLP A, t W3 R- 1, IV- !Nj a-7.3 - d" I I.- rnn CI, 'Rojicl i 1'aw-'037-"ficl SITE LAYOUT PLAN SITE NAME: WILD TURKEY SITE NO. CV 339 B C8 'W _D _l' R LA',' C LOCATION SZE GRD ELEV.TOP ELEVI HEIGHT DI LOCATION SZE ORD ELEV TOP ELEV HEIGHT DES(RPTION A'14'675,9'735.3'159. 4' AGL DECIDUOUS M*4'677.6'701 23. 0' AGE CHERRY El 18 6761 744. 0'11 AGIL DECIDUOUS N*6.677. 5! 698. 5'21.0' AGL CHMY NC*To 676. 0' 748. 0'720' AGL DECIDUOUS 0.4'677. 2' 690- 7 13. 5' AGL CEDAR 1).12 675. 9'Zili'66. 5' ACL III p,1.677. 7 714.7'37, 0' A DECIDUOUS a,.16 674i1 7515 78. 4' AGL DECIDUOUS 1.676. 2'6941 18* 0 AGL OAK r 10 7315 792. 6' 61.1' AGL I DECIDUOUS R'1.676. 0' 713. 0' 37. 0' AGL OA K G'16'676.9'7125'350 AGL DECIDUOUS S'6 676. 0' 700. 0' 124.0' AGL OAK H'1.677. 8'737.5914' AGL DECIDUOUS r 12 676.0' 711.0' 35. 0' AGL OAK w.680. 8 RQD - UOEJS u 12'674. 7' 08. 2' 13. 5' AOL CEDAR 8'7DBAC'DEQDUCUS y' Ir 14 671. 6'7260 55.0' A WALNUT 60'67& 0'ITE OAKWHITE W.8 .8!671.0' 725. 0' 54. 0' AGL WALNUT L'6.678. 1'CHERRY r r 6699 714. 9' 45.0' A NLIP POPLAR O Xc ingular WIRELESS R_ '- P; h -7i, 2 - 11 ,6 - C) rp RIK" P" wjz DATt As 9iGeN 11)" SI7hiD E . KRP JURIM, P KRR MONOPOLE DETAILS: 1 . PROPOSED TOWER ELEVATION = 771. 92' 2. MONOPOLE DIAMETER NOT TO EXCEED 30" AT THE BASE AND 18" AT THE TOP. 1 MONOPOLE TO BE PAINTED BROWN TO MATCH EXISTING SURROUNDINGS. 4. LIGHTNING ROD WILL NOT EXCEED 1" IN DIAMETER AND WILL NOT EXTEND MORE THAN 2' ABOVE THE TOP OF THE MONOPOLE. 5. THE MONOPOLE SHALL BE PAINTED BROWN (SHERWIN WILLIAMS #6090). PAINT SAMPLE TO BE APPROVED BY ALBEMARLE COUNTY. TREE PROTECTION NOTES: 1. ALL EXISTING TREES TO REMAIN. 2. TEMPORARY TREE PROTECTION TO BE INSTALLED WHERE INDICATED. NOTES: 1. EXISTING STRUCTURE, BOUNDARY, TRUE NORTH, AND TOPOGRAPHIC INFORMATION WERE TAKEN FROM A SURVEY BY TIMMONS GROUP DATED 01/ 29/07, 2. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE. 3, SUBJECT TO ANY STATE OF FACTS THAT AN UP- TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE. 4. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. 5. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH HARBOUR & ASSOCIATES IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. 6. NOT TO BE USED FOR LAND TRANSACTION PURPOSES, TOWER BASE-. LATITUDE: 38'- 03'- 14, 13" N LONGITUDE: 78'- 39'- 53. 07" W PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 673. 92'± AMSL PER NATIONAL GEODETIC VERTICAL DATUM OF 1988) ko* 00#0NLTH0015p 0 CINGULAR WIRELESS 029162 SITE lei a-' 47c2-42 VA- CV339 _L A s, 0503 At I tee; <, , , ; 4 a. €ry 6" PLAN VIEW NTS F GRADE SITE NAME: WILD TURKEY SITE NO. CV 339 B 408 14 TURK I A! SLOPE AWAY FROM CONCRITE 5'- 3 PROPOSED EQUIPMENT wj /I/ -- I - y No. 029162 7 A 0 TA f V, -0 CABINET 4'- 3" PLAN VIEW NTS F GRADE SITE NAME: WILD TURKEY SITE NO. CV 339 B 408 14 TURK I A! SLOPE AWAY FROM CONCRITE 5'- 3 6" MIN. COMPACTED CRUSHED/ STONE OR GRAVEL - - - - 4 0 12 O. C. EA WAY @ q OF SLAB 1 CHAMFER (TYP.) 21 `°1 EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE CRUSHED STONE AS REQUIRED ELEVATION VIEW A— A t4 00000000 0004; 0 N umvpq. Z. — a m'—, UI C CLOUGH HARBOUR & ASSOCIATES LLP IMMM Tjm Theffnchml.,B—,, C- MNECT 4!07-1037-160: SITE NAME: WILD TURKEY SITE NO. CV 339 B 408 14 TURK I A! XWIRELESS LRERTY 11 -AZA 1 891 COX SUITE 3f CLEN ALLE VA 2306C wj /I/ -- I - y No. 029162 7 A 0 TA f V, -0 1 CINGULAR WIRELESSell, AR D.rTAILS A SSJ rGF, RlViEh E"'WiA lirl"GAIT Ry CHI kpp DRIW NO N,W CALI. A' SHOWN 1," aAlDES GNED 8 T DRAW 2 752 - 42 1 VA-- ',V 3 -'9 5 -- 04 6 5 L. J Alk Pi 4 IV - ' 0 ®- i i, L NOTES:NOTES:NOTES: 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 CONTRACTOR - BECHTEL1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWISE NOTED.SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)TO THE START OF CONSTRUCTION.OWNER - CINGULAR 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES OEM - ORIGINAL EQUIPMENT MANUFACTURER 2, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,ARL NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN 2.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS BE RELOCATED AS DIRECTED BY CONTRACTOR EXTREME CAUTION SHOULD BE SHALL BE TOUCHED UP.SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE ATTENTION OF CONTRACTOR. AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED 3/ 4 "m) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS 3.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) UNLESS NOTED OTHERWISE.CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND TRENCHING & EXCAVATION.4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 5/ 8" CIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY ABBREVIATIONS SPECIFICATIONS.5. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. PER MANUFACTURER' S WRITTEN RECOMMENDED PROCEDURE. THE AGL ABOVE GRADE LEVEL 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER' S 4 DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.BTS BASE TRANSCEIVER STATION REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE 5 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE EXISTINGDRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR FURNISHING MATERIALS, EQUIPMENT,E) 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL APPURTENANCES, TANDLABORNECESSARYTOCOMPLETEALLINSTALLATIONS AS INDICATED ON THET MIN MINIMUM UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE NSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED DRAWINGS - REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT IN ORDER TO MAINTAIN MANUFACTURER' S MAXIMUM ALLOWABLE LOADS.6 THE SUBCONTRACTOR. SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH N.T.S.NOT TO SCALE POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,6. ALL EXPANSION /WEDGE ANCHORS SHALL BE STAINLESS STEEL OR MANUFACTURER' S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.REF REFERENCE SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND /OR LOCAL HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL RF RADIO FREQUENCY UTILITIES.BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS.7.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE T. B.D.TO BE DETERMINEDSUBCONTRACTORSHALLPROPOSEANALTERNATIVEINSTALLATIONFORAPPROVALBYTHECONTRACTOR. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING STRUCTURAL STEEL NOTES:T. B.R.TO BE RESOLVED CONSTRUCTION 8.SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING P TYPICALCABLESASSHOWNONTHEPOWER, GROUNDING AND TELCO PLAN DRAWING. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH DETAILS 620 9.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND REQ REQUIRED THE CINGULAR SPECIFICATION FOR SITE SIGNAGE.STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR' S EXPENSE TO THE EGR EQUIPMENT GROUND RING SATISFACTION OF OWNER. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY AWG AMERICAN WIRE GAUGE FROM THE BTS EQUIPMENT AND TOWER AREAS.NOTES:10.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL MGB MASTER GROUND BUS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND RETURNED TO THE OWNER' S DESIGNATED LOCATION.EG EQUIPMENT GROUND GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. FILL OR EMBANKMENT.11 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.BCW BARE COPPER WIRE 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 400D PSI AT 28 DAYS, UNLESS NOTED OTHERWISE 12,CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782- 000 - 3APS -AO02- 00002, "GENERAL SIAD SMART INTEGRATED ACCESS DEVICE UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION,CONSTRUCTION SERVICES FOR CONSTRUCTION OF CINGULAR GSM SITES.'GEN GENERATOR 3, REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL GENERAL NOTES IGR INTERIOR GROUND RING (HALO) NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED B"RBS RADIO BASE STATION TO A UNIFORM SLOPE, AND STABALIZED TO PREVENT EROSION, OTHERWISE. SPLICES SHALL BE CLASS AND ALL HOOKS SHALL BE STANDARD, UNO.DETAIL 623 SYMBOLS 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR NTS _ CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:SOLID GROUND BUS BAR CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION' S CONCRETE CAST AGAINST EARTH.... .... 3 IN.SOLID NEUTRAL BUS BARGUIDELINESFOREROSIONANDSEDIMENTCONTROL.CONCRETE EXPOSED TO EARTH OR WEATHER NOTES:A._SUPPLEMENTAL GROUND CONDUCTOR 6 AND LARGER .........................2 IN.V ESITEWORKGENERALNOTES:AND SMALLER & WWF ....... _1 1/ 2 IN.1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION &TOPSOIL EXPOSE UNDISTURBED Toi0 2 -POLE THERMAL - MAGNETIC CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED 0 0 CIRCUIT BREAKER DETAIL 619 CAST AGAINST THE GROUND: SLAB AND WALL .......................3/ 4 IN.2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED SINGLE -POLE THERMAL- MAGNETIC BEAMS AND COLUMNS ...............1 1/ 2 IN,GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE.0 0 CIRCUIT BREAKER 5. A CHAMFER 3/ 4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED 8 CHEMICAL GROUND ROD CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT ", LISTED BELOW. TO AT LEAST 907 MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. GROUND ROD 6. CONCRETE /EXPANSION ANCHORS SHALL BE STAINLESS STEEL.O.GROUND ROD W/ INSPECTION WELL INSTALLATION, SHALL BE PER MANUFACTURER' S WRITTEN RECOMMENDED 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE E:: p DISCONNECT SWITCH MANUFACTURER' S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS NATURAL OR CRUSHED WITH 100 7 PASSING 1" SLEEVE. SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR METER ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.COMPACTION EQUIPMENT: EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET /REDHEAD OR HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE CADWELD TYPE CONNECTIONAPPROVEDEQUALCOMPACTORORJUMPINGCOMPACTOR CONCRETE AND REINFORCING STEEL NOTES:SOIL COMPACTION NOTES COMPRESSION TYPE CONNECTION FOR SLAB ON GRADE ® ® ® ® ® ® ®® -GROUNDING WIRE DETAIL 1C2 oALTH 0 O BREVIATIONS & SYMBOLS 112DETAIL102A ramn5 ..nprt,, etgh a Wia's L SITE NAME: WILD TURKEY X cingular r 1 CINGULAR WIRELESSer SITE NO. CV 339 B WIRELESS C. No. 0 29162 CLOUGH HARBOUR &ASSOCIATES LLP G , 'r "r`. I U II_! . "r_ Y _A JF l_, HGY' /A -ps' 3% STRLCT'ON NOTES A 0 19 /D7 SSSUCD FCt Rf Y, Ew a +.:,T W' IC600MMWt TUma .The Wtt[ tl vBi^ Idh9 Ewe ]Rl- N, e vq 152361G1 HAR (1 TFSVJI. F,A %2. 11?L4C. COX 4C A.C', S', 1 ' r NO F.A,E FEN,:':, ^:BY K ORAWi!.0 NU)ASf.I;EV rn.. tsw) Fer.3sa+ ww. ,nnaroo,,. wm PROjEC7 G.: Ai EN, \/A 23060 CAI. E AS SHOWNCf1430 -1601 OESirrhD Of JT DRAWN RY. OAS i)2 - 421 VA CV339B - -05 A J Alk Pi 4 IV - ' 0 ®- i i, L CUT POST LENGTH TO SUIT BY REMOVING UNCAPPED END AND NOTES.RECAP 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION BECHTEL PN WB40010] OF BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. RF NOTES:24" WIDE ICE BRIDGE CUT ICE BRIDGE CHANNEL 2 WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR LENGTH TO SUIT (SEE NOTES) THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 2 THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. L' 0 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONALZ TRAPEZE KIT ( 3) AS P0551BLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILIVER o ° DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. TRAPEZE KITS ARE 3 INCLUDED WITH BRIDGE. 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E. G., OUTDOORS, INDOORS — OCCUPIED, CE BRIDGE. INDOORS — UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC. SHALL BE APPROVED, LISTED, OR LABELED ASx4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH ) ANTENNA CABLES A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR RQUIRED BY THE NEC. o ARRANGEMENT EQUIVALENT, FINISH. tr, a BY CONTRACTOR 5. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE a z 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT O MANUFACTURERS, PROVIDED THE MANUFACTURER' S INSTALLATION GUIDELINES RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES c ARE FOLLOWED SHALL BE USED. w v BECHTEL SC: MTS PN 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE 6, THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND 7— WB40010 WBK2108 PERMITTED WITH THE RESPECTIVE MANUFACTURER' S APPROVAL. PROTECT ANTENNA CABLE RUNS. 7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE7DEVIATIONSFROMICEBRIDGEFOUNDATIONSREQUIREENGINEERING APPROVAL. BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT.CONCRETE PIER 8. THE DESIGN IS BASED ON ASCE 7 -98, 3 SECOND GUST WIND SPEEDLioOF110MPH, EXPOSURE C, ELEVATION AT GRADE 8 ALL FEEDER LINE AND JUMPER CONNECTORS FOR CINGULAR GSM SHALL BE CINGULAR APPROVED 7/ 16 y DIN CABLE CONNECTORS THAT MEETIP65 STANDARDS. 9 THIS DESIGN IS BASED ON 2 WIDE ICE BRIDE AND (1 1 5 /8" CIA 9, 7/ 16 DIN CONNECTORS REQUIRE NO WEATHER PROOFING IN INDOOR APPLICATIONS. IN OUTDOORCOAXCABLESANDMAX. POST SUPPORT SPACING OF 10' -0° APPLICATIONS WEATHER PROOFING IS RQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED:12" APPLY A 'COURTESY' WRAP OF ONE LAYER OF 7 MIL THICK VINYL ELECTRICAL TAPE EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE OF THE COAX CABLE /CONNECTOR JUNCTURE 24 X 10 ICE BRIDGE W/ BURIAL POST U5ING WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURE AND CONTRACTOR, START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR DETAIL 1 55A UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WTH THE STICKY NTS — SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF TAPE. COLD SHRINK STRICTLY PROHIBITED. 10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED BY THE LANDLORD OR AUTHORITY HAVING JURISDICTION, IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIRMENTS. 11. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY, THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 200 FEET. 12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS- THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING E;EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS 13 ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS 14. MHA /TMA' S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR. THE GROUND CONDUCTORS OF THE TMA MAY BE BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER 15 ANNTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF CINGULAR —GSM SERVICES PROJECT DOCUMENT NO. 24782- 000 -3PS— EEYO - 00001. CONTRACOTR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS RF NOTES DETAIL N 116 11ALTH 00 0 ® TA allg CWrgPt .a s Cllqh amc.r ooatee LLP X cingular CINGULAR WIRELESS SITE NAME: WILD TURKEY / z SITE NO. CV 339 B WIRELESS UCH _ CC UCT101 : ILS CLOUGH HARBOURBASSOCIATES LLP 'C W TUF. b, FY 'LAfIE LB ERI` FIAEA ° 10/ 19/C7 ISSCEL EJF RE' l'= ++ P.RP hJF 'n tesornm :: mTUmPkornc•, mooncst^ ra, ms. HAPL; TTFf\ %IEEE, VA 2Z' 3i1 = 4 CCX ROAC'. SMITE -'OC t <r. naTr Pvv15" r,S B• .tar I, lt'.i ,,;1b2 Pan m:•rti, PE. Sot, 303 a mo,a.VAZ32auTCa t GLCi. AL'_ C'., VA 7jOCd.' w nf a, =aras. 3sa.,h.aa,na w,., .. . t_;. A, SHUVIU DLS IrILL b. rr• h Ukawr. n. kk ?4? — 4.' 1 VA C' _'3'. = — UC ! - r.1 PRf !Efi Y 1i5 %_i i }'_1nE.l - —` 1r [ r es. AL .. a ® L. 41 PROJECT NARRATIVE: 1. PROJECT NARRATIVE. THIS PROJECT WILL INSTALL ONE 5'- 3 "x4' -4" EQUIPMENT PAD WITH CABINETS AND ONE STEEL MONOPOLE, 2. 4' BELOW REFERENCE TREE, AT A NEW TELECOMMUNICATIONS FACILITY. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. ESTIMATED DISTURBED AREA = 350 S. F. 2. EXISTING SITE CONDITIONS: THE SITE CONSISTS OF RURAL LAND IN ALBEMARLE COUNTY. 3. ADJACENT AREAS: ADJACENT AREAS CONSIST OF RURAL AREAS WITHIN ALBEMARLE COUNTY. 4. OFF —SITE AREAS: NO OFF —SITE AREAS WILL BE USED. 5. SOILS: DUE TO THE SMALL AREA OF DISTURBANCE, SOILS INFORMATION IS NOT CRITICAL IN THIS PROJECT, SOIL INFORMATION WILL BE DEVELOPED DURING FOUNDATION DESIGN. 6. ITICAL AREAS_ THERE ARE NO AREAS WITHIN THE PROJECT SITE THAT HAVE POTENTIAL FOR SERIOUS EROSION. THE SITE IS WOODED AND MILDLY SLOPED. 7. EiQEION AND SQUENT CONTROL MEA SURE: A SILT FENCE WILL BE THE PRINCIPAL E &SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN BY THE CONTRACTOR OR DIRECTED BY ALBEMARLE COUNTY IF UNFORESEEN CONDITIONS DEVELOP. A. CONSTRUCTION PRACTICES: SILT FENCE BARRIER — 3. 05 SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT —LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION WILL OCCUR PRIOR TO ANY LAND DISTURBANCE. B. VEGETATIVE PRACTICES: TEMPO SEEDING — 3. 31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. TREE PRESERVATION AND PROTEC — 3. 38 TREE PROTECTION SHALL BE USED TO ENSURE THE SURVIVAL OF DESIRABLE TREES. C. MANAG STRAT EGIES: 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY NECESSARY. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY. 4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION SHALL BE IN ACCORDANCE WITH E &S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY. S. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT EROSION AND SEDIMENT CONTROL PRACTICES, 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E &S CONTROLS WILL BE CLEANED UP AND REMOVED. NO E &S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPECTOR 8. TREE PROT ECTION TREE PROTECTION AND APPROPRIATE WORK PRACTICES SHALL BE USED TO ENSURE THAT NO EXISTING TREES ARE ADVERSELY IMPACTED, REGARDLESS OF THEIR DISTANCE FROM THE FACILITY. a„ry .y ' ZFA ubgh H .. _ soca — CLOUGH HARBOUR dASSOCIATES LLP oaceM , mcmunrvwA , VA 2323 : « e, xarq Suite 303. Rci+mcnC, Y' 23_35 -41W ena.leo.;evr.3we w..•.w'N,.no:w,. C+t4 PROJECT P. 1x307- 1037 -16C SITE NAME: WILD TURKEY SITE NO. CV 339 B ar n :.: LArrLV'' -- - ChARD_ TESV' L'- - `b. 2290 XcingularWIRELESS r- P: ! LL, ERTY 1 s, X821 COX RCAD, -'„'ITG 3(;;; FN A_ LEN, `A t J r ry [i 4 o } F y.: s y'• +`mo t '.; :`s " CINGULAR WIRELESS rf cE OS' C'd CGNTRO'_ ".CTESAaOi' /r, 7 n aF l,n174 NO 1 Vi S' CN,`al'C%'•<R ^•DPANt Ii; 1lrAld_ F,vi`! CA, E. AS SHOWN CLS', GNCD RY. KRF UPAWN RY KRR 24i82 - 4% 1 VA CV!39 '3 :A C+ 5 4 A 5 EXIS77NG WOODS LINE TO REMAIN 25; 00' LEASE AREA LIMITS OF DISTURBANCE ,I 4 LIMITS350SQUARE FEET) d - REFERENCE 7REE K" 96. 3' / AGL. GROUND ELEVA77ON ® SIL T FENCE // / \ 678. 0' AMSL. TOP OF TREE i c z ELENA 77ON ® 774. 3: PROPOSED MONOPOLE 2. 4' BELOW REFERENCE TREE K" i MAXIMUM TOWER HEIGHT 98' AGL (771. 92f AMSL) APPROXWATE DR! P NF TRE_ v / BASEMAP NOTES. 1. BASEMAP INFORMATION BASED UPON A SITE VISIT CONDUCTED BY CLOUGH HARBOUR & ASSOCIATES ON 10/ 17/06 AND A SURVEY BY TIMMONS GROUP DATED 01/ 29/07. SEQUENCE OF CONSTRUCTION : THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION CONTROL MEASURES IN PLACE, 1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON —SITE PRE — CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT 2. STAKE LIMITS OF DISTURBANCE. 3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS 4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED OR DIRECTED BY THE COUNTY. 5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS. 6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING. 7 UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED. 1. SET THE STAKES. MAX.', FLOW IIIIII .III CONSTRUCTION OF A SILT FENCE WITHOUT WIRE SUPPORT) 2. EXCAVATE A 4" X 4" TRENCH 3. STAPLE FILTER MATERIAL UPSLOPE ALONG THE LINE TO STAKES AND EXTEND OF STAKES.IT INTO THE TRENCH. i II ' I j / III II iII 4 SHEET FLOW INSTALLATION X cingularSITENAME: WILD TURKEY 0 ; 15 SITE NO. CV 339 B WIRELESS ° C' 1 f { J CLOUGH HARBOUR &ASSOCIATES LLP 4;E 4 L!_D TUR'. C' LA.N r_ BERT; l L/ r 70 /'S /Ci _OR REf r dRq y,' B wiF "!l `7 T,` C QEloauoinmom. ;; Or: S ® r` " l. f 1 -1U SJ hrRLlDFS \il_. LF A 22z) S C CG! R' JAL F ;o. [ p, rt.neevni 35s7+ a,ra, C;'I '+ ' +' ins wa. a a, va nzas -+zap ,• N.,n. ( BOa183 3`6a GLEN i- '_LEN, VA 2306G isY+ A P60JEC_ j, 14307 -IC37 -160' SCAIF AS Sh0'H1: DESIGNEC BY KRr. ORA' NN BY KRR FLC 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. CINGULAR WIRELESS TREE r c cTlc sEo IfE ;- ERO S ;O'': OIJP) L PLAN 24782 -421 CV339B -06E I DRIP LINE -\ SNOW FENCE BOARD FENCE CORRECT METHODS OF TREE FENCING ow Tr o- 029162 Ge cpy,!,, 4 MM ub,,F Hb— $ A—nt,s iIP CLOUGH HARBOUR & ASSOCIATES LLP Sane 301 2323 7( R. V i, i7 37-16LI)CHA I 7 0 SITE NAME: WILD TURKEY SITE NO. CV 339 B 4 D T, S, i LI F VA 2 90 XcingularWIRELESS Ll' FR F- 1 Ro4c, S,!' E GLEN ALLEN, , ."A 230EC, L3 's , 6 tok0 4 - CINGULAR WIRELESS 0/ 19/27 ISS'—, FOR KKR KJ6 V, LR 3 P , Lpp' L S CAF ASSHOW, .DESIGN BY KRR DRAWN BY KRR 1 2 4782- 42 V1, V ,3GE- 07C 6 5 4 2 Aids I' D C. ow 00 TRIANGULAR BOARD FENCE FENCING AND ARMORING CORRECT TRUNK ARMORING ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.) 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR ALL APPLICABLE LOCAL CODES.EPDXY- COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER)3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NDOORS. OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.NEC AND TELCORDIA. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED 7 , NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.AND TELCORDIA. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I. E., HOTS), GROUNDING, AND T1 CONDUCTOR AND 27• THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/ 2 INCH PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH PROPERTY. NEC & OSHA. 622 DETAIL 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL NO SCALE EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I. E., PANELBOARD AND CIRCUIT ID' S). B. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR 14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED NOTES: 1. DEPTH WILL BE MINIMUM OF 36" FROM FINISH FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,STONE GRADE. UNLESS OTHERWISE SPECIFIED. 2. LEAN CONCRETE, RED- COLORED TOP, MAY BE 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR ( #6 AWG OR USED IN PLACE OF COMPACTED SAND. LARGER), 600 V, OIL RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM FINISHED GRADE, OR USED, UNLESS OTHERWISE SPECIFIED.GROUND COVER MATCH 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI - CONDUCTOR, TYPE TO CABLE SLOPE AND THICKNESS TRENCH OF EXISTING 14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED to FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNDISTURBED SOIL CAUTIONARY TAPE UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, COMPRESSION WIRE LUGS AND z w MPACTED BACKFILL WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO o SATISFACTORY t r / LESS THAN 75 - C (90' C IF AVAILABLE).IVE OR IMPORTED w Lt') + 14. R ACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH COMPACTED SAND NEMA, UL, ANSI /IEEE, AND NEC.SEE NOTE 2) COMPACTED SAND BED 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I. E., RIGID PVC SCHEDULE 40, OR SEE NOTE 2) RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 3" MIN 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUITS FOR ( NP) CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.TELEPHONE, ELECTRICAL, WHERE APPLICABLE ' 6" (MIN) 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE NP) GRADE. 18. RIGID NONMETALLIC CONDUIT (I. E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED r CONDUIT SIZE, TYPE, QUANTITY AND UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED SEPARATION DIMENSION TO BE VERIFIED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC,WITH LOCAL UTILITY COMPANY REQUIREMENTS 19. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE, AND NEC.tOSA DI RECT BURIED C ONDUIT 22. WIREWAYS SHALL BE EPDXY- COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN NO SCALE ® ® ® o DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R 0 OR BETTER) OUTDOORS.T f awl .3 evy a r senaros CINGULAR WIRELESS SITE NAME: WILD TURKEY Xcingular 3r H SITE NO. CV 339 B WIRELESS CL0UGH HARBOUR 6 ASSOCIATES LLP ZCb 'NILD 'JP'. tY - Ah; t.UBER Y PLr1 f C. No. 0 29162 EL C RC :'_!TES f.' is 1 FGR pcvn_ v,CMM M, 10 W. c nnc i rartLY j 9Y c'-H P Di NG NJN9r--PC: ceor rwawunT "n,. wu,..le•e"nmr. S 303. RCNro•w' VA 23235470D Mnn 144; 4 ?7aw4 ww na,gn6an w,c C"ARI- ^tiESV!:. _ V4 ? ?aU3 Oi C' LX RCA). ;'E `;' GLEN ALLEN, VH 23JE0 CALF AS SHOWN CES! i,NED B" CUM DRAWN BY CMM 2 +7F32 - 4'?1 VA. GV3396 - V ACHPROJECT . 14307 w 4 T J Ly S!nn Tl/L NOTES: 1. SUBCONTRACTOR SHALL PROVIDE 200AMP, SINGLE PHASE, 120/ 240 VAC, 60HZ SERVICE FOR SITE. 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY PANEL MANUFACTURER. 4. SUBCONTRACTOR SHALL INSTALL SUFFICIENT LENGTHS OF LFMC INCLUDING ALL CONDUIT FITTINGS (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC) NECESSARY FOR CONNECTION FROM IMC CONDUIT TO THE INTERIOR OF THE BTS CABINET. 5. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT 6. FROM THE POWER UTILITY. CUT, COIL AND TAPE A 3 FOOT PIGTAIL FROM END OF LFMC FOR 7. TERMINATING BY BITS EQUIPMENT MANUFACTURER, SUBCONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR IS INSTALLED PROPERLY WHEN PANEL IS SERVICE ENTRANCE EQUIPMENT. UTILITY— 1 20/ 24OV, 200A, 10, 3W TELCO SERVICE 2" PVC CONDUIT TELCO BOX (SEE DETAIL 642) WITH A 66 -133 -50 BLOCK 2 AWG GR CONDUCTOR RELAY ALARM CABLES —FROM PANEL TO TELCO BOX, 4 —PAIR 20 -22 AWG IN 3/ 4" IMC CONDUIT UTILITY RACK LIGHT — SEE DETAIL 641 ERICSSON RBS 2106 CABINET 200A METER BASE (BY SUBCONTRACTOR) O 200A, 10 GENERATOR RECEPTACLE AND TRANSFER SWITCH( OPTIONAL) 200A 0 1 L - - -- - - - - -- - 5A 15A -1 P 50A- 2P 2 -1 /C #14 + = 1 -1 /C #14 GND, 3/ 4 RGS CONDUIT 2" PVC /IMC CONDUIT W/ (1) 2 —PAIR, CAT 5 UTP CABLE FOR TELCO SERVICE; (1) 26 CONDUCTOR EXTERNAL ALARM CABLE EQUIPMENT BASE FRAME REQUIRED FOR SIDE ENTRY) 2" LFMC (SEE NOTES 4 & 6)2 AWG SUPPLEMENTAL, EQUIPMENT GROUND CONDUCTOR NO SCALE Clik___ CLOUGH HARBOUR & ASSOCIATES LLP 16@) 3 MJI _ T,np _ the W- "' 6"9E n', Su ?63 fZhT J, VA 23:3V7W AU1n (864)29 ;)'6l wwx aaxhhaNOUr CI{ A ROEfi . 14,107- 1037 -1E01 P 60KA TVSS 3 -1 /C #4/ 0 AWG THHN 2 "0 IMC 3 -1 /C #4/ 0 AWG THHN 2 "0 IMC MAIN BONDING JUMPER (NOTE 7) 2 AWG GROUNDING ELECTRODE CONDUCTOR NOTE 7) 10 120/ 240V DISTRIBUTION PANEL SEE DETAIL 641 3 -1 /C #6 AWG & 1 -1 /C #10 AWG GREEN INSULATED GND, THAN, 60OV, 2 "C IMC ROUTED OVERHEAD INSIDE EXISTING BUILDING LEGEND: MI = MECHANICAL INTERLOCK RU = RELAY TO MONITOR UTILITY POWER RC = RELAY TO MONITOR GENERATOR POWER UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE 4' -0" MAX. 3 1/ 2" O. D. _ PIPE CAP POST — '— ( TYP) UNISTRUT P5000 GALV i Q o I 0 IU , J co of wLL I 15OW INCANDESCENT GALV) OR LIGHT FIXTURE 3 1/ 2 "0 RGS CONDUIT SWITCH & GFI --- OUTLET, 15A -1P W /GUARD UNISTRUT P5000 (GALV) UNISTRUT P5000 GALV a 3/ 4"RGS CONDUIT BRKS: MINIMUM nr NP) SITE NAME: WILD TURKEY'. MOUNTING HEIGHT SUPPORT I DETAIL RACK SEE BETWEEN T- 6" & AC PANELBOARD 136 INTERSECT MODEL 8. " WIRELESS, MM1220030 -3R— B 1 -50A 2P SUPPORT CONDUIT EN RECEPTACLEANDSWITCHBOX TO RACK (TYP)AR20044 S SE J8 `A:_ LAN-_TI„ B!' L' i Crra4LTiES'' LLE, VA L__ LELR -' PLA X G' CY RQA „D, ''JITE 3001 GL F% ALL ' ll ” i06c i UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE 4' -0" MAX. 3 1/ 2" O. D. _ PIPE CAP POST — '— (TYP) UNISTRUT P5000 GALV i Q o I 0 I U , J co of wLL I 3 1/ 2 "0 SCH. 40 PIPE GALV) OR 3 1/ 2 "0 RGS CONDUIT SWITCH & GFI --- OUTLET, 15A -1P GALV) (TYP) UNISTRUT P5000 (GALV) UNISTRUT P5000 GALV a WEATHERPROOF BRKS: MINIMUM SITE NAME: WILD TURKEY'. MOUNTING HEIGHT 1- 15A 1P BETWEEN T- 6" &5 -20A 1P SITE NO. CV 339 B WIRELESS, 1 -50A 2P SEE DESIGNER J8 `A:_ LAN-_ TI„ B!' L' i Crra4LTiES'' LLE, VA L__ LELR -' PLA X G' CY RQA „D, ''JITE 3001 GL F% ALL ' ll ” i06c i Q = NGLE _ "NE JIAGRA% d TAr1S 0 r• NOTE 2 iW /0;S- u1c For, LVr_ v. cM1e UNISTRUT PIPE /CONDUIT CLAMP P1119 OR P2558 -35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE 4' -0" MAX. 3 1/ 2" O. D. _ PIPE CAP POST — '— (TYP)UNISTRUT P5000 GALV i Q o I 0 IU , J co of wLL I 10 "0 PLAIN -- a CONCRETE OR SAKRETE PIER 3 METER AND DISCONNECT SWITCH MOUNTING RACK NO SCALE TELEPHONE ENCLOSURE 64' AC PANELBOARD AND UTILITY RACK LIGHTING NO SCALE NOTES: 1. COORDINATE WITH LOCAL TELCO UTILITY PRIOR TO PROCURING AND INSTALLATION OF BOX AND COMPONENTS. 2. ALL MATERIAL SHALL MEET REQUIREMENTS OF LOCAL TELCO UTILITY. 3. ITEM #4 SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. BOND SURGE PROTECTION UNIT TO GROUND BAR WITH #6 AWG INSULATED WIRE. 4. COORDINATE SIZE, TYPE AND QUANTITY OF ITEM( S) # 5 WITH LOCAL UTILITY. 5. INSTALL ITEM #6 ONLY IF REQUIRED BY UTILITY. RECEPTACLE POWERED FROM SPARE BREAKER IN DISTRIBUTION PANEL. MATERIAL LIST D24" X 24" X 8" NEMA 3R ENCLOSURE (HOFFMAN A- 20R208HCR OR SIMILAR) 2 ) PLYWOOD BACKBOARD 22" X 22" X 5/ 8" THICK EXTERIOR GRADE 5 ) GROUNDING BAR (1/ 4 "x4 "00 ") NEWTON INSTRUMENT CO. CAT N0. B -6142 OR EQUAL WITH A -6164 WALL BRACKET Q4 T1 SURGE PROTECTION DEVICE (USE AC DATA SYSTEMS PART #TJ10108) 05 TERMINAL BLOCK( S) OR T1 CONNECTOR( S) POWER SERVICE EQUIPMENT NOT SHOWN FOR CLARITY O O 2 5 O5 i I I 1 2 AWG BCW (CONNECT TO GROUND BAR) SEE DETAIL 136 FOR WIDTH GFI DUPLEX RECEPTACLE (120VAC/ 20A) GROUND ROD II l SEE DETAIL10 \; 2 )PULL (3) CAT 5E OUTDOOR RATED CABLES AND PULL STRING FROM THE TELCO BOX TO THE SHELTER WITH 30' COILED IN SHELTER AT TELCO I Ld BOARD. CONDUIT INCOMING FROM TELEPHONE COMPANY 4" s42 TELEPHONE DEMARCATION ENCLOSURE NO SCALE _ T TH 0; m TO RBS __ A 3 1/ 2 "0 SCH. 40 PIPE GALV) OR 3 1/ 2 "0 RGS CONDUIT GALV) (TYP) UNISTRUT P5000 (GALV) UNISTRUT P5000 GALV 10 "0 PLAIN -- a CONCRETE OR SAKRETE PIER 3 METER AND DISCONNECT SWITCH MOUNTING RACK NO SCALE TELEPHONE ENCLOSURE 64' AC PANELBOARD AND UTILITY RACK LIGHTING NO SCALE NOTES: 1. COORDINATE WITH LOCAL TELCO UTILITY PRIOR TO PROCURING AND INSTALLATION OF BOX AND COMPONENTS. 2. ALL MATERIAL SHALL MEET REQUIREMENTS OF LOCAL TELCO UTILITY. 3. ITEM #4 SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. BOND SURGE PROTECTION UNIT TO GROUND BAR WITH #6 AWG INSULATED WIRE. 4. COORDINATE SIZE, TYPE AND QUANTITY OF ITEM( S) #5 WITH LOCAL UTILITY. 5. INSTALL ITEM #6 ONLY IF REQUIRED BY UTILITY. RECEPTACLE POWERED FROM SPARE BREAKER IN DISTRIBUTION PANEL. MATERIAL LIST D24" X 24" X 8" NEMA 3R ENCLOSURE (HOFFMAN A- 20R208HCR OR SIMILAR) 2 ) PLYWOOD BACKBOARD 22" X 22" X 5/ 8" THICK EXTERIOR GRADE 5 ) GROUNDING BAR ( 1/ 4 "x4 "00 ") NEWTON INSTRUMENT CO. CAT N0. B -6142 OR EQUAL WITH A -6164 WALL BRACKET Q4 T1 SURGE PROTECTION DEVICE (USE AC DATA SYSTEMS PART #TJ10108) 05 TERMINAL BLOCK( S) OR T1 CONNECTOR( S) POWER SERVICE EQUIPMENT NOT SHOWN FOR CLARITY O O 2 5 O5 i I I 1 2 AWG BCW (CONNECT TO GROUND BAR) SEE DETAIL 136 FOR WIDTH GFI DUPLEX RECEPTACLE ( 120VAC/ 20A) GROUND ROD II l SEE DETAIL 10 \; 2 )PULL (3) CAT 5E OUTDOOR RATED CABLES AND PULL STRING FROM THE TELCO BOX TO THE SHELTER WITH 30' COILED IN SHELTER AT TELCO I Ld BOARD. CONDUIT INCOMING FROM TELEPHONE COMPANY 4" s42 TELEPHONE DEMARCATION ENCLOSURE NO SCALE _ T TH 0; m TO RBS __ A SITE NAME: WILD TURKEY'. X cingular r CINGULARWiRELESS SITE NO. CV 339 B WIRELESS, J8 `A:_ LAN-_TI„ B!' L' i Crra4LTiES'' LLE, VA L__ LELR -' PLA X G' CY RQA „D, ''JITE 3001 GL F% ALL ' ll ” i06c i Q = NGLE _ "NE JIAGRA% d TAr1S 0 r• a iW /0; S- u1c For, LVr_ v.cM1e ndr W,, G.A, E PSySVCP, S ry CrIK aP.'ory E ASSHOWN DFSIGNED EY GM1.! DRAWN c..x% 22 -w2'VA- CV 396 -C A NEWTON INSTRUMENT COMPANY, INC. BUTNER, N. C. TO ANTENNA _- MONOPOLE ANTENNA GROUND BAR (CIGBE) REQ. GRADE- DESCRIPTION O1 PDO0MONO OLE 1/ 4 "x4 %30" i O2 2 SEE NOTE 1. SEE DETAIL 116 WALL MTG. BRKT, 6 AWG STRANDED CuT — '; ;% — 3061 -4 LUG ANTENNA CABLE — 12" TO 24"o WIRE WITH GREEN, 60OV. 5/ 8" -11x1" H.H.C.S. y STANDARD GROUNDKIT (TYP.) t I i EXOTHERMIC THWN INSULATION GROUND LUG WEATHERPROOFING KIT WELD BAR ON -- 6 AWG STRANDED Cu — J SEE NOTE 3) -WALL, FLOOR WIRE WITH GREEN, 60OV,jCABLEGROUNDKIT OR ON ANTENNA TOWER THWN INSULATION (TYP) i ANTENNA GROUND BAR (CIGBE)I BOTTOM OF MONOPOLE 6 AWG STRANDED Cu WIRE WITHSEENOTE1. SEE DETAIL 118 GREEN, 600' V, THWN INSULATION RING GROUND GROUNDED TO GROUND BAR) (SEE 2 AWG BCW COAX CABLE-- - EXOTHERMIC WELD NOTES 1 & 2) JSOLID. TINNED Oi TYP. FOR ALl) ' #22 AWG Cu SOLID BARE t: j Ur 'C1 _ - TINNED COPPER WIRETOSHELTERENTRYPORT --= "— VIA TRAY OR ICEBRIDGE - MONOPOLE PIER h' GROUND ROD 2 AWG BCW SOLID —NOTES:COPPER CLAD EXOTHERMIC WELD— ANGLE SHOWN TO ILLUSTRATE WELD TINNED GROUND RING ' # AWG BCW SOLID TINNEC 1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS ST ST EEL ROD AT THE LOWEST POINT ON THE BAR WELDING PROHIBITEDEXOTHERMICWELDTO MONOPOLE BASE PLATE DIRECT GROUND WIRE DOWN TO GROUND BAR MIN.I 5/ 8 "2X8' -0'ON ROOFTOPS) #2 AWG SOLID BARE TINNED COPPER 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS LONG GROUND CONDUCTOR. EXOTHERMIC WELD TO BURIED GROUND SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.RING AND GROUND BAR EXOTHERMIC WELD (NP.) NOTE: 1. NUMBER OF GROUND BARS MAY VARY 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED DEPENDING ON THE TYPE OF MONOPOLE,SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.)45 DEGREES FROM THE VERTICAL. ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 11a INSTALLATION OF GROUND WIRE TO C121CONNECTIONOFCABLEGROUNDCOAXCABLEGROUNDBAR123ANTENNACABLEGROUNDING - MONOPOLE 1 t4 GROU R OD KIT TO ANTENNA CABLE NO SCALE NO SCALE NO SCALE NO SCALE EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS TO TOWER MOUNTED ORIGIN AND DESTINATION.AMPLIFIER UNITS (TMA) TO TRANSMIT WHEN REQUIRED) AND ANTENNA SECTION "P" - SURGE PROTECTORS RECEIVE ANTENNA NEWTON INSTRUMENT COMPANY, INC. BUTNER, N. C. NO.REQ.PART NO.DESCRIPTION O1 i 1/ 4 "x4 %30"SOLID GND. BAR O2 2 A -6056 WALL MTG. BRKT, O3 2 3061 -4 INSULATORS O4 4 3012 -1 5/ 8" -11x1" H.H.C.S. O5 4 1 3015 -8 5/ B LOCKWASHER t CABLE ENTRY PORTS (HATCH PLATES) ( #2) r— INSPECTION HAND } INSPECTION HAND HOLE HOLE COVERGENERATORFRAMEWORK (If AVAILABLE) ( #2) , TELCO GROUND BAR ( #2) COMMERCIAL POWER COMMON NEUTRAL /GROUND BOND ( #2) RX1 /RX2 RX1 /RX2 GRADE 24V POWER SUPPLY RETURN BAR ( #2) 48V POWER SUPPLY RETURN BAR ( #2) RECTIFIER FRAMES. WEATHERPROOFING COAX SUPPRESSION KIT (TYP.) CONCRETE — JUMPER REQUIRED OR PVC SECTION "A" - SURGE ABSORBERS ONLY FOR 1 5/ 8 "2 STANDARD GROUND COAX OR FOR KIT (TYP.) (SEE a INTERIOR GROUND RING ( #2) EASE OF CONNECTION NOTE) w B DOUBLE CRIMP (TYP.) CABLE TO ROD-- -EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) ( #2) CADWELD Li CONNECTION METALLIC COLD WATER PIPE (IF AVAILABLE) ( #2) CONNECTOR ANTENNA CABLE \ V)INTERIOR - 1 2 3 BUILDING STEEL (IF AVAILABLE) ( # WEATHERPROOFING \, \ / TO BTS ( TYP) CLEAN SAND FILL — \II (GROUND RING ' KIT (TYP.) . SECTION "I" - ISOLATED GROUND ZONE FROM TMA --- - ', _ WHEN REQUIRED) # AWG STRANDED Cu -+ 1 Q I O 4 ALL COMMUNICATIONS EQUIPMENT FRAMES WIRE WITH GREEN, 60OV, RING GROUND OAA O I SOLATED GROUND BAR - IGB ( #2) THWN INSULATION GROUND ROD 133 DETAIL NOTES: O DETAIL AR U MOU NTED NOTES.4" 13 NOTE: DO NOT INSTCABLEGROUND NEAR /BELOW ANTENNA 1. INSPECTION HAND HOLE MAY BE CONCRETE OR PVCWELD1. EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO KIT AT A BEND AND ALWAYS DIRECT- ^ - - --- AND SHALL BE A MINIMUM OF 6" IN WIDTH /DIAMETER. GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE GROUND WIRE DOWN TO CIGBE #2 AWG Cu STRANDEDPARALLELEXOTHERMICWELD. WIRE WITH GREEN, 60OV, 2. USE COVER TYPE WHICH DOES NOT REQUIRE TOOLS THWN INSULATION BONDED TO REMOVE 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH TO TOWER STEEL OR 44VASECTIONANDLABELEACHSECTION ( "P ", "A ", "1 ") WITH 1" HIGH LETTERS. MONOPOLE GROUND ROD WITH ACCESS AREA 122 __ CONNECTION OF GROUND WIRE TO - No SCALE 119 (RGB) REFERENCE GROUND BAR - DETAIL - GROUNDING BAR (CIGBE) ® p, LTH ® ®® 10 0 NO SCALE TOWER MONOPOLE /ROOFTOP ' of r' CINGULAR WIRELESS V- 13 I C SITE NAME: WILD TURKEY X cingular SITE NO. CV 339 B WIRELESS L" CLOUGH HARBOUR& ASSOCIATES LLP 4C'! 'rFJ:''] i I,L" LA \'L LiB PL 7A ' .; lv 07 ISSCF I) i F REV EW ,:MN nfJC 0r. R C. 0. 16oce7a„awna., 2323 bU'' CC" irtCAD, SUIT -I, hARLt, IG_ SI_ I_ L, ! %: ._. `rl E GJ '0. DATE RE. 6i0P;` Av CHK ) iy'Sum 307 RKnmoM VA T}235 -iOC 3 CRAW "!G JJMiF GLEN FV ALLEN, V? 2.; 060 e ". aRO cr Is m- ,e'; -iso, Case AS Stow, oES: cnso er CNN DRawN sv eNU W' 24782 -421 VA - 3? 6 iC A AI I cl NEW HANGER --\ AGROUND ROD BRACKETS CL EXISTING CADWELD #2 AWG SOLID, {NOTE 1 } ,',` MONOPOLE MAIN COAX CABLE (TYP.) --1 ( CONNECTION TINNED. BCW' I SEE DETAIL 114 EXISTING ANTENNA CABLE ICE BRIDGE— SURGE ARRESTORS (TYP. )- -- ti I (TYP.) (TY 10p) I ICE BRIDGE GROUND I COMPACTED IIIIKIT (TYP.)- - - - - --0 - 4- - GRAVEL CONCRETE II! I II T - - -- I I FOUNDATION 1 u 4_- r ------ - - --- - CABINET MAIN — — k I i D GROUND BAR INTERIOR) 2 AWG SOLID, N p (' I' i cITINNEDB W a I ..-NEW CABLE ( BURIED GROUND > II ' L %% SUPPORT RS B I ) ( 1 O GROUNDINI N OWN T9NoI OUTDOOR 1 1/2° COAX J CABLE I 2106 I \ LAYOUT DRAWING) — ` EQUIPMENT I I CABINET t` - - ' a o COMPRESSION I I — CABLE HANGER I I CONNECTOR o 6 AWG FOR CABINET w o I w w i II \ \'- ANTENNA CABLErTYpII ( FRAME GROUND N — ARRANGEMENTGROUNDBARa'F GRADE r- j - ^ • BY CONTRACTOR L TO EXISTING r L- ICE BRIDGE - - - - - - - - - I GROUND LOOP - CABLE PORT/ SUPPORT POST --@ WHEN AVAILABLE HANDHOLE L ' ; 2 AWG SOLID j (NP N l TINNED BCW (TO GROUND RING) NOTES: EXISTING GROUND RING 1. INSTALL GROUND RODS FOR THE NEW GROUND RING SEPARATION BETWEEN SECTION C GROUND RODS SHOULD NOT BE LESS THAN THE LENGTH OF THE RODS NOR BE MORE THAN ONE AND ONE -HALF TIMES THE LENGTH OF THE RODS. CONNECT THE NEW RING TO EXISTING GROUND RING IN AT LEAST TWO SEPARATE PLACES. 129 ICE BRIDGE AT OUTDOOR EQUIPMENT CABINETS ANTENNA CABLE GROUNDING & SURGE ARRESTORS TO - NO SCALE 625 AT OUTDOOR EQUIPMENT CABINETS CON NO SCALE CRETE ORIENT SLEEVE TO FOR GROUNDING IACHIEVESMOOTHSEEDETAIL625 — BEND RADIUS FOR o" GROUND WIRE MAX PVC ROUTING CABLE HEDULE 4C NOKIA ULTRASITE EVE ERICSSON RBS 2106 AND SIEMENS TO BURIED #'2 AWG SOLID BS -241 CABLE ROUTING SUPPORT o Z GROUND RING TINNED CABLE VERTICALLY MAXIMUM CABLE 0 TYR) SPAN = 3' -0" m a SLEEVE DETAIL ( OR r IF REQUIRED TO ROUTE GROUND OR \ < BACK) o OUTDOOR RADIO WIRE THROUGH SLAB (REQUIRED EQUIPMENT CABINET I o w FOR LARGER CONCRETE SLAB) i w o F OUNDATION w 414 EQUIPMENT GROUNDING SLAB ON GRADE FIN GRADE NO SCALE NU i i NOTE APPLIES TO ERICSSON RBS 2106 ONLY. ROXTEC BLOCK PROVIDED WITH CABLE BASE (BY ERICSSON). RUN JUMPERS THROUGH ROXTEC BLOCK INTO BASE. THE ROXTEC BLOCK PROVIDES WATER SEAL FOR JUMPERS, 129A ERICSSON RBS 2106ZNOKIA ULTRASITE f SIEMENS BS- 241/OPTION 1 ICE BRIDGE TO CABIN No scALE ALTH m r CINGULAR WIRELESS C- H&--- SITE NAME: WILD TURKEY Xcingular A ' n SITE NO. CV 339 B WIRELESS GR NDIIv4 D[ T „l;_, CLOUGH HARBOUR &ASSOCIATES LLP 4Cb 'WI L[: F`. I " - Y LAi+ E LIj Pb', Zi, I A 1C /19 /DJ o'aSS, ED FOF F? 7,LV, CMM I 1 1 p-iPBOCAhggp•I,n Tbrtpba me W,ncheae, & n, nnq C : rRl -r i i ;: , lji - , - F V 7?g73 480 COX RC: AD, '_' J! TL 3: 'J YO DACE RF. V5b.7N$ P. t CNK CV•'MbL' A'JId4Efi n(vSUeeM3. VP 232JS4fReT111ttWW. Ze ns2a . 111.1.e ,1 -- GLcI ALLEN. VA 23C6C cNr. veacr . <aoJ- ,c3 -,uo, cA As 5t, owN DLs, CNi D 5t. GMM DRAWN 5.° cMM 1L. 1 o. 029162 2472. 2 - VA - CV3396- cr,TELCO BOX BY UTILITY) 136UTILITYRACK SEE DETAIL 09 CONCRETE EQUIPMENT PAD METER BASE 2 AWG BCW SOLID 1@1310TINNEDTOMONOPOLE GROUND BAR SEE DETAIL 414 FOR ADDITIONAL 11 GROUNDING r INSPECTION SEE DETAIL SLEEVE (TYP.) PROPOSED GROUND BAR 7r J MONOPOLE NEW ICE BRIDGE AS REQUIRED CADWELD TO MONOPOLE MONOPOLE BASE PLATE (TYP) FOUNDATION GROUND ROD INSPECTION 44VA J J WELL (TYP.) SEE DETAIL 10 2 AWG BCW SOLID, TINNED (UNO) (RING GROUND BELOW FROST LINE OR 18" BELOW GRADE, WHICHEVER IS GREATER) GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER CES' S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT, 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/ GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90* BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. lk ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (I. E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL 17. MISCELLANEOUS ELECTRICAL AND NON- ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1-# 2 AWG TIN- PLATED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON- METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E. G., NON- METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 621 GROUNDING NOTES NO SCALE 6 -' Ar40 ' TYPICAL TOWER SITE GROUNDING PLAN NO SCALE GRAPHIC SCALE I f I IR otk4000000 00 op 00 D— N Cr 21ft Cll - LL CLOUGH HARBOUR ASSOCIATES LLD C- A PROJECT f 14307-1027-1601 SITE NAME: WILD TURKEY SITE NO. CV 339 B 4, WILD 7 ljF*E` JNE C-AP OTTFS' PU E, VA XcingularWIRELESS 1- 13ERT) P' Ll"'A I 4S_ 1 COX P D, SUITE C El A LF N, ' C 29162 CINGULAR WIRELESS NCT- 5 SS12Fr3' -OR RFV. EN 7w 70 W7 io DATF NAMING IMH FCALF AS SHOWN IDESIGN; il By cmm BY cklm VA _V3_ qB_ 2 6 fj z TOP JUMF CABLE (TY GROUND BAR 1 EACH SECTOR) NEAR ANTENNAS) SEE DETAILS 123 10 COAXIAL CABLE (TY 1 - ANTENNA PER SECTOR CONFIGURATION DETAIL / VA NTS — GROUND KIT 1 EACH SECTOR) GROUND BAR 123 BOTTOM OF TOWER) SEE DETAIL 10 COAX GROUND BAR MOUNTED ON ICE BRIDGE SEE DETAIL 625 11 20' JUMPERS (INSTALLED BY SUBCONTRACTOR, COIL AND TAPE FOR BTS VENDOR CONNECTION TO BTS) COAX LENGTH INCREASED BY 10% BASED ON RF ENGINEERING DESIGN RECEIVED 01/ 05/ 2007 NOTES: 1. ALL MATERIALS ON THE ABOVE TABLE SHALL BE PROVIDED BY THE CONTRACTOR TO THE SUBCONTRACTOR FOR INSTALLATION. 2. SUBCONTRACTOR SHALL AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED -LINED DRAWINGS, 3. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOWNTILT BRACKETS AND HEAVY DUTY CLAMPS SUPPLIED BY ANTENNA MANUFACTURER. 4. FOLLOW DETAIL 636 -VA FOR CINGULAR COAX COLOR CODING 5. COAX GROUND KITS, COAX WEATHER PROOFING, SNAP -IN HANGER CLAMPS AND HOISTING GRIPS SHALL BE PROVIDED BY THE SUBCONTRACTOR FOR INSTALLATION, 6. ALL ANTENNA PAINTING AS REQUIRED MUST BE PER ANTENNA MANUFACTURERS RECOMMENDATION AND PAINT MANUFACTURERS INSTRUCTIONS FOR PREP, PRIMING AND PAINTING. p 47 CH E T V' fr PDU TYPE & MODEL #: I 1C. 1. 0. 029iS2 X CINGULAR WIRELESS SITE NAME: WILD TURKEY O / 4Ws SITE NO. CV 339 B WIRELESS ` CLOUGH HARBOUR& ASSOCIATES LLP r -Rf" =A' _:; p VA [7 10/ 10 Y §• 1 v ,/ S 10W, MaOt Pilo Tne' ll, c'hcs or6 "na rtl i FQv , . /;' '' " cJ• R, t, :i 4: LF " ` ro r .;5 'rnminr '4]]4.f]fn . ' , . - • _ _ _ _ _ v 21r30 YD, i_ . ..... E ,_; M D Ch PPC.: ECT f :SO'— :03] —;b0' i,Atr AS ;I" ONti DE GIGNFD 8Y, K.RR ' JRAWY, 5Y KR,^ 2 8 121 VA CV3 ,39° 3 F 6 Olc I ERICSSON 2106 i ANTENNA AND COAX CABLE SCHEDULE TAGS SECTOR ANTENNA TYPE ANTENNA SFRIAI.MECH DOWN AZIMUTH ANTENNA CABLE COAXIAL TOP BOTTOM COLOR CODE DC BLOCK NUMBER TILT RAID CTR TIP HEIGHT LENGTH (')CABLE JUMPER JUMPER GMA TYPE Y/ N Al 1 ANDREW 51, 6' X12. 1' X4. 5')ADFD182090908-XDM 0'45 95 7'±I 97 9'±126'±ANDREWS 6') 1/ 2 "0 6') 112 "m 1 GREEN STRIPE Rx 19001 -F N1 -5/ 8"LDF4P SF A2 1 126'±ANDREWS 6') 112 "0 6') 112 "0 2 GREEN STRIPES N1 -5/ 8"LDF4P I SF A3 1 126'±AND RSWS 6'` "0 6') 2 "m 3 GREEN STRIPES NS 1/ A4 1 126'±ANDREWS 6') 1 12 "m 6') 1/ 2 "m 4 GREEN STRIPES Rx 1900i -F N1 -5/ 8"LDF4P SF B1 2 ANDREW 51. 6' X12. 1' X4. 5 ")ADF01820909DB -XDM 0"165'95. 7'± 97. 9'±126'±ANDREWS 6') 1/ 2 "0 6') 1/ 2 "0 1 BLUE STRIPE Rx 19001 -F N1 -5/ 8"LDF4P SF B2 2 126±ANDREWS 6') 112" o 6') 1 1 2 " o 2 BLUE STRIPES N1 -5/ 8"LDF4P SF B3 2 26'±ANDREWS 6' "1 / 2 0 6) 1 1 2 " o 3 SLUE STRIPES N 1- 5/8"LDF4P SF B4 2 126'±ANDREWS 6') 112 "0 6') 112 "0 4 BLUE STRIPES Rx 1900i -F N 1 -5/ 8"LDF4P SF Cl 3 ANDREW 51. 6 "X12. 1 " X4. 5')ADFD182090908 — XDM 0'285'95. 7'± 97. 9'±126'±ANDREWS 6') 112 "0 6') 1/ 2 "0 1 WHITE STRIPE Rx 1900i — F N1 - 5 /8"LDF4P SF C2 3 126'±ANDREWS 6') 112 "0 6') 1/ 2 "0 2 WHITE STRIPES N1 -5/ 8"LDF4P SF C3 3 126'±ANDREWS 6') 1/ 2 "0 6') 1/ 2 "0 3 WHITE STRIPES N1 - -5/ 8"LDF4P SF C4 3 i 126•±ANDREWS 6') 112 "0 6') 1/ 2 "0 4 WHITE STRIPES Rx 1900i —F N1 -5/ 8"LDF4P SF CPS ANDR 1 PURPLE STRIPE COAX LENGTH INCREASED BY 10% BASED ON RF ENGINEERING DESIGN RECEIVED 01/ 05/ 2007 NOTES: 1. ALL MATERIALS ON THE ABOVE TABLE SHALL BE PROVIDED BY THE CONTRACTOR TO THE SUBCONTRACTOR FOR INSTALLATION. 2. SUBCONTRACTOR SHALL AS -BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL NUMBERS ON RED -LINED DRAWINGS, 3. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOWNTILT BRACKETS AND HEAVY DUTY CLAMPS SUPPLIED BY ANTENNA MANUFACTURER. 4. FOLLOW DETAIL 636 -VA FOR CINGULAR COAX COLOR CODING 5. COAX GROUND KITS, COAX WEATHER PROOFING, SNAP -IN HANGER CLAMPS AND HOISTING GRIPS SHALL BE PROVIDED BY THE SUBCONTRACTOR FOR INSTALLATION, 6. ALL ANTENNA PAINTING AS REQUIRED MUST BE PER ANTENNA MANUFACTURERS RECOMMENDATION AND PAINT MANUFACTURERS INSTRUCTIONS FOR PREP, PRIMING AND PAINTING. p 47 CH E T V' fr PDU TYPE & MODEL #: I 1C. 1. 0. 029iS2 X CINGULAR WIRELESS SITE NAME: WILD TURKEY O / 4Ws SITE NO. CV 339 B WIRELESS ` CLOUGH HARBOUR& ASSOCIATES LLP r - Rf" =A' _:; p VA [7 10/ 10 Y §• 1 v ,/ S 10W, MaOt Pilo Tne' ll, c'hcs or6 " na rtl i FQv , . /;' '' " cJ• R, t, :i 4: LF " `ro r .;5 'rnminr ' 4]]4.f]fn . ' , . - • _ _ _ _ _v21r30 YD, i_ . .....E ,_; M D Ch PPC.: ECT f :SO'— :03] —;b0' i,Atr AS ; I" ONti DE GIGNFD 8Y, K.RR 'JRAWY, 5Y KR,^ 2 8 121 VA CV3 ,39° 3 F 6 Olc I ERICSSON 2106 i P